Advances in Civil Engineering

Research Article

Limit Drainage of Separated Tunnel Based on Ecological Groundwater Table: A Case Study

Table 5

Parameter values under different unit water inflow q.
q (m3/(m·d))t (d)l (m)b (m) (m3)Qt (m3) − Qt (m3)
1.249720260393922320−18381
0.62238404001807028520−10450
0.50318804652966131000−1339
0.49328854703112331360−237
0.483389048032963316801283
0.4653490048534701316203081
0.316610606701096004092068680